CN109184022A - A kind of new concrete shear wall - Google Patents

A kind of new concrete shear wall Download PDF

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Publication number
CN109184022A
CN109184022A CN201811043261.6A CN201811043261A CN109184022A CN 109184022 A CN109184022 A CN 109184022A CN 201811043261 A CN201811043261 A CN 201811043261A CN 109184022 A CN109184022 A CN 109184022A
Authority
CN
China
Prior art keywords
fixed
shear
circle
corner trim
layer
Prior art date
Application number
CN201811043261.6A
Other languages
Chinese (zh)
Inventor
全文林
吴仲勤
潘亚平
Original Assignee
江苏宇辉住宅工业有限公司
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 江苏宇辉住宅工业有限公司 filed Critical 江苏宇辉住宅工业有限公司
Priority to CN201811043261.6A priority Critical patent/CN109184022A/en
Publication of CN109184022A publication Critical patent/CN109184022A/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74Heat, sound or noise insulation, absorption, or reflection . Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76Heat, sound or noise insulation, absorption, or reflection . Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B1/7604Heat, sound or noise insulation, absorption, or reflection . Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only fillings for cavity walls
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74Heat, sound or noise insulation, absorption, or reflection . Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76Heat, sound or noise insulation, absorption, or reflection . Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B1/78Heat insulating elements
    • E04B1/80Heat insulating elements slab-shaped
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/64Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
    • E04B2/68Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete made by filling-up wall cavities

Abstract

The invention discloses a kind of new concrete shear walls, including frame, side wall and shear wall, side wall and shear wall are fixed in frame, filling slot is fixed in flank wall body, side wall connects shear wall by inner corner trim indent, the two sides of inner corner trim indent are connected separately with template back arris, template back arris againsts side wall and shear wall respectively, the outside of side wall and shear wall is fixed with perpendicular row support, the inside of template back arris is arranged in perpendicular row support, it is fixed in the middle part of shear wall and pours circle, the inside for pouring circle is fixed with S sections circle, connection iron prop is welded on S sections circle, the two sides for pouring circle are fixed with thermal insulation packing layer, the two sides of thermal insulation packing layer are fixed with insulation board, the side of insulation board is fixed with steel fabric sheet, the side of steel fabric sheet is fixed with boundary mortar layer, it is internal The side of boundary mortar layer be fixed with inside shear wall concrete layer, this kind of invention good heat preservation performance, and anti-shearing force is stronger.

Description

A kind of new concrete shear wall

Technical field

The present invention relates to a kind of new concrete shear walls, are related to construction wall technical field.

Background technique

Shear wall (shearwall) is also known as wind-resistant wall, seismic structural wall, earthquake resistant wall or structural wall.Wind lotus is primarily subjected in house or structures The wall of horizontal loading and vertical load (gravity) caused by load or geological process prevents structure shear (being cut) from destroying.Also known as Seismic structural wall, earthquake resistant wall is generally made into armored concrete.It divides plane shear wall and cylinder shear wall.Plane shear wall is used for reinforced concrete Native frame structure, lift slab structure, in flat slab system.For increase structure rigidity, intensity and collapse resistant capacity, in certain portions Position can cast-in-place or precast and assembled reinforced concrete shear wall.Cast-in-place shear wall pours simultaneously with Zhou Bianliang, column, good integrity.Cylinder Body shear wall is used in skyscraper, tall and slender structure and overhung construction, by between escalator, staircase, equipment and assistance building Partition wall surrounds, and barrel is cast in situ ferroconcrete wall body, and stiffness and strength can bear biggish level compared with plane shear wall Load.The foot of a wall can be divided into load bearing wall and shear wall according to loading characteristic, the former is to bear based on vertical load, such as masonry wall;Afterwards Person is to bear based on horizontal loading.In the area that provides fortification against earthquakes, horizontal loading is mainly generated by horizontal earthquake action, therefore shear wall has When also referred to as seismic structural wall, earthquake resistant wall.Shear wall can be divided into steel plate shear force wall, reinforced concrete shear wall and reinforcing bars building block by structural material Shear wall.It is wherein the most commonly used with reinforced concrete shear wall.During use, assembly is multiple for previous concrete shear force wall It is miscellaneous, it is time-consuming more long, and anti-shearing force is indifferent.

Summary of the invention

The technical problem to be solved by the present invention is to overcome the defects of the prior art, provide a kind of new concrete shear wall.

In order to solve the above-mentioned technical problems, the present invention provides the following technical solutions:

A kind of new concrete shear wall of the present invention, including frame, side wall and shear wall are fixed with side in the frame Face wall body and shear wall, filling slot is fixed in the flank wall body, and the side wall passes through inner corner trim indent connection shearing Wall, the two sides of the inner corner trim indent are connected separately with template back arris, and the template back arris againsts side wall and shearing respectively The outside of wall, the side wall and shear wall is fixed with perpendicular row support, and the perpendicular row support is arranged in template back arris Side, be fixed in the middle part of the shear wall and pour circle, the inside for pouring circle is fixed with S sections circle, the S sections It is welded with connection iron prop on circle, the two sides for pouring circle are fixed with thermal insulation packing layer, the two sides of the thermal insulation packing layer It is fixed with insulation board, the side of the insulation board is fixed with steel fabric sheet, and the side of the steel fabric sheet is fixed with boundary Facing sand pulp layer, the side of the internal boundary mortar layer are fixed with inside shear wall concrete layer, the external interface The side of screed is fixed with outside shear wall concrete layer.

Preferably, the outside of the inner corner trim mould is fixed with inner corner trim indent, and the inner corner trim indent is fixed with two.

Preferably, the outside of the side wall and shear wall is fixed with outsourcing iron plate.

Preferably, the end of the inner corner trim indent is fixed with inner corner trim mould.

Preferably, described pour in circle has poured concrete.

The beneficial effects obtained by the present invention are as follows being: this kind invention can be prevented by the insulation board and thermal insulation packing layer of setting The exchange of internal and external temperature plays effect cool in summer and warm in winter, and pours the S sections circle being arranged in circle and company inside shear wall Iron prop is connect, shear wall anti-shearing force can be made stronger.

Detailed description of the invention

Attached drawing is used to provide further understanding of the present invention, and constitutes part of specification, with reality of the invention It applies example to be used to explain the present invention together, not be construed as limiting the invention.In the accompanying drawings:

Fig. 1 is a kind of structural schematic diagram of new concrete shear wall of the present invention;

Fig. 2 is the schematic diagram of internal structure of shear wall in a kind of new concrete shear wall of the present invention.

In figure: 1- frame, 2- inner corner trim mould, 3- filling slot, the side 4- wall, 5- inner corner trim indent, 6- shear wall, 7- erect row branch Support, 8- outsourcing iron plate, 9- template back arris, the inside 10- shear wall concrete layer, 11- boundary mortar layer, 12- steel fabric sheet, 13- Insulation board, 14- thermal insulation packing layer, shear wall concrete layer on the outside of 15-, 16- connection iron prop, 17-S sections circle, 18- pour circle.

Specific embodiment

Hereinafter, preferred embodiments of the present invention will be described with reference to the accompanying drawings, it should be understood that preferred reality described herein Apply example only for the purpose of illustrating and explaining the present invention and is not intended to limit the present invention.

Embodiment

As shown in Figs. 1-2, a kind of new concrete shear wall, including frame 1, side wall 4 and shear wall 6, the frame It is fixed with side wall 4 and shear wall 6 in frame 1, filling slot 3, the side wall 4 are fixed in the side wall 4 Shear wall 6 is connected by inner corner trim indent 5, the two sides of the inner corner trim indent 5 are connected separately with template back arris 9, the template back arris 9 Against side wall 4 and shear wall 6 respectively, the outside of the side wall 4 and shear wall 6 is fixed with perpendicular row support 7, The inside of template back arris 9 is arranged in the perpendicular row support 7, and the middle part of the shear wall 6, which is fixed with, pours circle 18, described to pour The inside of circle 18 is fixed with S sections circle 17, and connection iron prop 16 is welded on the S sections circle 17, and described pour encloses 18 Two sides are fixed with thermal insulation packing layer 14, and the two sides of the thermal insulation packing layer 14 are fixed with insulation board 13, the insulation board 13 Side be fixed with steel fabric sheet 12, the side of the steel fabric sheet 12 is fixed with boundary mortar layer 11, and internal is described The side of boundary mortar layer 11 is fixed with inside shear wall concrete layer 10, and the side of the external boundary mortar layer 11 is solid Surely it is equipped with outside shear wall concrete layer 15.

The outside of the inner corner trim mould 2 is fixed with inner corner trim indent 5, and the inner corner trim indent 5 is fixed with two, inner corner trim indent 5 play the role of connection, and the outside of the side wall 4 and shear wall 6 is fixed with outsourcing iron plate 8, the inner corner trim indent 5 End be fixed with inner corner trim mould 2, described pour has poured concrete in circle 18, after filling concrete, concrete is to inside Device plays fixed function.

Working principle: the inside for the thermal insulation packing layer 14 being arranged inside the insulation board 13 of setting is provided with insulating foam etc. and protects Warm material can play effect cool in summer and warm in winter, and pouring inside shear wall 6 for preventing the exchange of internal and external temperature The S sections circle 17 and connection iron prop 16 being arranged in circle, when by shearing force, S sections circle 17 can play resistant function, make It is stronger to obtain 6 anti-shearing force of shear wall.

Finally, it should be noted that the foregoing is only a preferred embodiment of the present invention, it is not intended to restrict the invention, Although the present invention is described in detail referring to the foregoing embodiments, for those skilled in the art, still may be used To modify the technical solutions described in the foregoing embodiments or equivalent replacement of some of the technical features. All within the spirits and principles of the present invention, any modification, equivalent replacement, improvement and so on should be included in of the invention Within protection scope.

Claims (5)

1. a kind of new concrete shear wall, including frame (1), side wall (4) and shear wall (6), which is characterized in that described It is fixed with side wall (4) and shear wall (6) in frame (1), is fixed with filling slot (3), institute in the side wall (4) Side wall (4) are stated by inner corner trim indent (5) connection shear wall (6), the two sides of the inner corner trim indent (5) are connected separately with template Back cord (9), the template back arris (9) against side wall (4) and shear wall (6), the side wall (4) and shearing respectively The outside of wall (6) is fixed with perpendicular row support (7), and perpendicular row support (7) setting is described in the inside of template back arris (9) It is fixed with and pours circle (18) in the middle part of shear wall (6), the inside for pouring circle (18) is fixed with S sections circle (17), institute State S sections circle (17) on be welded with connection iron prop (16), the two sides for pouring circle (18) are fixed with thermal insulation packing layer (14), the two sides of the thermal insulation packing layer (14) are fixed with insulation board (13), and the side of the insulation board (13) is fixed with The side of steel fabric sheet (12), the steel fabric sheet (12) is fixed with boundary mortar layer (11), the internal boundary mortar The side of layer (11) is fixed with inside shear wall concrete layer (10), and the side of the external boundary mortar layer (11) is fixed Equipped with outside shear wall concrete layer (15).
2. a kind of new concrete shear wall according to claim 1, it is characterised in that: the outside of the inner corner trim mould (2) It is fixed with inner corner trim indent (5), the inner corner trim indent (5) is fixed with two.
3. a kind of new concrete shear wall according to claim 1, it is characterised in that: the side wall (4) and cut The outside of power wall (6) is fixed with outsourcing iron plate (8).
4. a kind of new concrete shear wall according to claim 1, it is characterised in that: the end of the inner corner trim indent (5) End is fixed with inner corner trim mould (2).
5. a kind of new concrete shear wall according to claim 1, it is characterised in that: described pour pours in circle (18) There is concrete.
CN201811043261.6A 2018-09-07 2018-09-07 A kind of new concrete shear wall CN109184022A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811043261.6A CN109184022A (en) 2018-09-07 2018-09-07 A kind of new concrete shear wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811043261.6A CN109184022A (en) 2018-09-07 2018-09-07 A kind of new concrete shear wall

Publications (1)

Publication Number Publication Date
CN109184022A true CN109184022A (en) 2019-01-11

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811043261.6A CN109184022A (en) 2018-09-07 2018-09-07 A kind of new concrete shear wall

Country Status (1)

Country Link
CN (1) CN109184022A (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004293153A (en) * 2003-03-27 2004-10-21 Tesuku:Kk Heat insulating composite panel for curtain wall of steel reinforced concrete building
CN102704672A (en) * 2012-06-28 2012-10-03 天津住宅集团建设工程总承包有限公司 Installation construction method for large all-steel formwork at internal corner of shear wall
CN204590325U (en) * 2015-05-14 2015-08-26 魏震南 IPS cast-in-place concrete shear wall structure self-heat-insulation system
CN204691001U (en) * 2014-09-02 2015-10-07 绿建科技集团新型建材高技术有限公司 Full outsourcing block type cast-in-situ wall inorganic fire Self-thermal-insulation System
CN204983246U (en) * 2015-07-06 2016-01-20 沈阳建筑大学 Hollow shear wall structure of close post of assembled

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004293153A (en) * 2003-03-27 2004-10-21 Tesuku:Kk Heat insulating composite panel for curtain wall of steel reinforced concrete building
CN102704672A (en) * 2012-06-28 2012-10-03 天津住宅集团建设工程总承包有限公司 Installation construction method for large all-steel formwork at internal corner of shear wall
CN204691001U (en) * 2014-09-02 2015-10-07 绿建科技集团新型建材高技术有限公司 Full outsourcing block type cast-in-situ wall inorganic fire Self-thermal-insulation System
CN204590325U (en) * 2015-05-14 2015-08-26 魏震南 IPS cast-in-place concrete shear wall structure self-heat-insulation system
CN204983246U (en) * 2015-07-06 2016-01-20 沈阳建筑大学 Hollow shear wall structure of close post of assembled

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